Smart Structures and Systems

  • 제13권5호
  • /
  • Pages.755-773
  • /
  • 2014
  • /
  • 1738-1584(pISSN)
  • /
  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Variability in bridge frequency induced by a parked vehicle

  • Chang, K.C. (Department of Civil and Earth Resources Engineering, Kyoto University) ;
  • Kim, C.W. (Department of Civil and Earth Resources Engineering, Kyoto University) ;
  • Borjigin, Sudanna (Department of Civil and Earth Resources Engineering, Kyoto University)
  • 투고 : 2012.07.06
  • 심사 : 2013.08.22
  • 발행 : 2014.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

The natural frequency of a bridge is an important parameter in many engineering applications such as bridge seismic design and modal-based bridge health monitoring. The natural frequency of a bridge vibrating alone may differ from that vibrating along with a vehicle. Although such vehicle-induced variability in bridge frequency is revealed in several experimental and numerical simulation studies, few attempts have been made on the theoretical descriptions. In this study, both theoretically and experimentally, the variability in the bridge frequency induced by a parked vehicle is verified, and is therefore suggested to be considered in bridge-related engineering, especially for those cases with near vehicle-bridge resonance conditions or with large vehicle-to-bridge mass ratios. Moreover, the variability ranges could be estimated by an analytical formula presented herein.

키워드

과제정보

연구 과제 주관 기관 : National Science Council

참고문헌

  1. Carden, E.P. and Fanning, P. (2004), "Vibration based condition monitoring: a review", Struct. Health Monit., 3(4), 355-377. https://doi.org/10.1177/1475921704047500
  2. Clough, R.W. and Penzien, J. (1993), Dynamics of structures, (2nd Ed.), McGraw-Hill Book Co., Singapore.
  3. De Roeck, G., Maeck, J., Michielsen, T. and Seynaeve, E. (2002), "Traffic-induced Shifts in modal properties of bridges", Proceedings of the20th Int. Modal Anal. Conf. (IMAC20).
  4. Doebling, S.W., Farrar, C.R. and Prime, M.B. (1998), "A summary review of vibration-based damage identification methods", Shock Vibr. Dig., 30(2) 91-105.
  5. Fan, W. and Qiao, P. (2011), "Vibration-based damage identification methods: a review and comparative study", Struct. Health Monit., 10(1), 83-111. https://doi.org/10.1177/1475921710365419
  6. Kim, C.W. and Kawatani, M. (2006), "Effect of train dynamics on seismic response of steel monorail bridges under moderate ground motion", Earthq. Eng. Struct. D., 35(10), 1225-1245. https://doi.org/10.1002/eqe.580
  7. Kim, C.W. and Kawatani, M. (2008), "Pseudo-static approach for damage identification of bridges based on coupling vibration with a moving vehicle", Struct. Infrastruct. Eng., 4(5), 371-379. https://doi.org/10.1080/15732470701270082
  8. Lin, C.W. and Yang, Y.B. (2005), "Use of a passing vehicle to scan the bridge frequencies-an experimental verification", Eng. Struct., 27(13), 1865-1878. https://doi.org/10.1016/j.engstruct.2005.06.016
  9. Kim, C.Y., Jung, D.S., Kim, N.S., Kwon, S.D. and Feng, M.Q. (2003), "Effect of vehicle weight on natural frequencies of bridges measured from traffic-induced vibration", Earthq. Eng. Eng. Vib., 2(1), 109-115. https://doi.org/10.1007/BF02857543
  10. Kim, J. and Lynch, J.P. (2012), "Experimental analysis of vehicle-bridge interaction using a wireless monitoring system and a two-stage system identification technique", Mech. Syst. Signal Pr., 28, 3-19. https://doi.org/10.1016/j.ymssp.2011.12.008
  11. Macdonald, J.H.G. and Daniell, W.E. (2005), "Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modeling", Eng. Struct., 27(13), 1916-1930. https://doi.org/10.1016/j.engstruct.2005.06.007
  12. Sohn, H. (2007), "Effects of environmental and operational variability on structural health monitoring", Philos. T. R. Soc. A, 365, 539-560. https://doi.org/10.1098/rsta.2006.1935
  13. Tilly, G.P. (1986), Dynamic behaviour of concrete structures: report of the rilem 65 Mdb committee, Elsevier Science Ltd, Amsterdam.
  14. Yang, Y.B., Lin, C.W. and Yau, J.D. (2004), "Extracting bridge frequencies from the dynamic response of a passing vehicle", J. Sound Vib., 272(3-5), 471-493. https://doi.org/10.1016/S0022-460X(03)00378-X
  15. Zhang, Q.W., Fan, L.C. and Yuan, W.C. (2002), "Traffic-induced variability in dynamic properties of cable-stayed bridge", Earthq. Eng. Struct. D., 31(11), 2015-2021. https://doi.org/10.1002/eqe.204
  16. Zhang, Y. and Xiang, Z.H. (2011), "Frequency shift curve based damage detection method for beam structures", Comput. Mater. Con., 26, 19-35.

피인용 문헌

  1. Identification of structural dynamic characteristics based on machine vision technology 2018, https://doi.org/10.1016/j.measurement.2017.09.043
  2. A field experiment on a steel Gerber-truss bridge for damage detection utilizing vehicle-induced vibrations vol.15, pp.2, 2016, https://doi.org/10.1177/1475921715627506
  3. Drive-by bridge damage monitoring using Bridge Displacement Profile Difference vol.6, pp.5, 2016, https://doi.org/10.1007/s13349-016-0203-6
  4. Evolution of bridge frequencies and modes of vibration during truck passage vol.152, 2017, https://doi.org/10.1016/j.engstruct.2017.09.039
  5. Numerical Evaluation of Modal Properties Change of Railway Bridges during Train Passage vol.199, 2017, https://doi.org/10.1016/j.proeng.2017.09.345
  6. State-of-the-Art Review on Modal Identification and Damage Detection of Bridges by Moving Test Vehicles vol.18, pp.02, 2018, https://doi.org/10.1142/S0219455418500256
  7. A discussion on the merits and limitations of using drive-by monitoring to detect localised damage in a bridge vol.90, 2017, https://doi.org/10.1016/j.ymssp.2016.12.012
  8. Experimental validation of a drive-by stiffness identification method for bridge monitoring vol.14, pp.4, 2015, https://doi.org/10.1177/1475921715578314
  9. Mass-normalized mode shape identification method for bridge structures using parking vehicle-induced frequency change vol.25, pp.6, 2018, https://doi.org/10.1002/stc.2174
  10. Structural damage detection using a parked vehicle induced frequency variation vol.170, pp.None, 2014, https://doi.org/10.1016/j.engstruct.2018.05.082
  11. Time-varying characteristics of bridges under the passage of vehicles using synchroextracting transform vol.140, pp.None, 2020, https://doi.org/10.1016/j.ymssp.2020.106727
  12. A Modified Bridge System method to characterize and decouple vehicle-bridge interaction vol.231, pp.9, 2014, https://doi.org/10.1007/s00707-020-02699-3
  13. Time-Varying Parameter Identification of Bridges Subject to Moving Vehicles Using Ridge Extraction Based on Empirical Wavelet Transform vol.21, pp.4, 2014, https://doi.org/10.1142/s0219455421500462
  14. FEM Free Damage Detection of Beam Structures Using the Deflections Estimated by Modal Flexibility Matrix vol.21, pp.9, 2021, https://doi.org/10.1142/s0219455421501285
  15. Transmissibility performance assessment for drive-by bridge inspection vol.242, pp.None, 2021, https://doi.org/10.1016/j.engstruct.2021.112485